My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-04-09_PERMIT FILE - C1996083A (2)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1996083A
>
2010-04-09_PERMIT FILE - C1996083A (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:03:39 PM
Creation date
6/9/2010 4:33:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
4/9/2010
Doc Name
Reclamation Cost Estimate
Section_Exhibit Name
Volume I 3.02.2 Reclamation Cost Estimate MR118 (MT3)
Media Type
D
Archive
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
190
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
User: JRS Site: Bowie No. 2 Mine Filename : C083 -017 <br />Agency or organization name Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action :2009 Midterm Review <br />Task description: Push Material from Freeman Gulch Vent Shaft Back to Cut Slope <br />HOURLY EQUIPMENT COST <br />Basic machine: Cat D10R - 10SU(2005) <br />Horsepower: <br />570 <br />Blade type Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Shift basis: <br />I per day <br />Attachment no. 2 :3-shank ripper <br />Data source: <br />(CRG) <br />Utilization % <br />Cost Breakdown Ownership cost/hour: $89.77 NA <br />Operating cost/hour: $128.30 100 <br />Ripper op. cost/hour: $0.00 0 <br />Operator cost/hour: $38.54 NA <br />Total unit cost/hour: $256.60 Total fleet cost/hour: <br />$1,026.41 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 1,600 CCY factor 1.165 volume: <br />1,864 <br />LCY <br />Source of estimated volume: Operator Estimate <br />Source of estimated swell factor: CAT Handbook <br />HOURLY PRODUCTION Job Condition Correction Factors <br />Source <br />Operator skill <br />0.75 <br />(avg.) <br />Average push distance 50 feet Material consistency <br />0.90 <br />(Cat HB) <br />Unadjusted hourly production 2,748.7 LCY/hr Dozing method: <br />1.00 <br />(gen.) <br />Visibility: <br />1.00 <br />(avg.) <br />Material consistency description Job efficiency : <br />0.83 <br />(1shift1day) <br />Compacted fill or embankment Spoil pile: <br />0.80 <br />(fnd-rt) <br />Push gradient: <br />1.00 <br />(Cat HB) <br />Average push gradient: 0.00 % (Pos) Altitude : <br />1.00 <br />(Cat HB) <br />Average site altitude 7,000 feet Material weight: <br />0.79 <br />(Cat HB) <br />Rade type <br />1.00 <br />(S/SU/Q) <br />Material weight: 2,900 lbs/LCY Net correction <br />0.36 <br />Weight description : <br />Decomposed rock - 50% Rock, 50% Earth Adjusted unit production <br />976.72 <br />LCY/hr <br />Adjusted fleet production <br />3,906.90 <br />LC Y /h r <br />JOB TIME AND COST <br />Fleet size 4 Dozer(s) Total job time: <br />0.48 <br />Hours <br />Unit cost: $0.263 /LCY Total job cost: <br />$490 <br />
The URL can be used to link to this page
Your browser does not support the video tag.